开孔弧板式透空堤消浪性能研究*
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山东省自然科学基金面上项目(ZR2022ME145);山东省青年基金项目(ZR2023QE075);烟台市科技计划项目(2023XDRH016)


Wave dissipation performance of perforated arc plate permeable breakwater
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    摘要:

    弧板式透空堤因具有结构简单、成本低、工期短、适应外界环境能力强等优点逐渐受到关注与研究。弧板式透空堤开孔有利于进一步提升其消浪性能,通过物理模型试验研究弧板式透空堤在不同的开孔方式下的消浪性能,根据开孔位置及开孔形状,可将开孔方式分为迎浪侧圆形开孔、迎浪侧方形开孔、背浪侧圆形开孔、背浪侧方形开孔。在不同潜深(-0.03、0、0.03 m)、波浪周期(1.2、1.4、1.6、1.8、2.0 s)及波高(0.06、0.10 m)条件下开展物理模型试验,考察不同开孔方式弧板式透空堤的透射系数和反射系数,分析其消浪性能。结果表明,当弧板式透空堤潜深为-0.03 m时,开方孔有利于提升弧板式透空堤的消浪性能;当弧板式透空堤潜深为0.03 m时,相较于其他开孔方式,迎浪侧开方孔可显著提升弧板式透空堤的消浪性能。

    Abstract:

    The arc plate permeable breakwater has gradually attracted attention and research due to its advantages of simple structure,low cost,short construction period and strong ability to adapt to the external environment.Opening on an arc plate permeable breakwater is beneficial to further improve its wave dissipation performance.The wave dissipation performance of an arc plate breakwater under different opening methods is studied through physical model tests.According to the opening position and opening shape,opening methods can be divided into circular openings on the wave-facing side,square openings on the wave-facing side,circular openings on the wave-back side,and square openings on the wave-back side.Physical model tests are carried out under different diving depths (-0.03 m,0 m,0.03 m),wave periods (1.2 s,1.4 s,1.6 s,1.8 s,2.0 s) and wave heights (0.06 m,0.10 m) to study the transmittance and reflection coefficients of arc plate permeable breakwaters with different opening methods,and to analyze their wave dissipation performance.The results show that when the submergence depth of the arc plate permeable breakwater is -0.03 m,the square hole is conducive to improving the wave dissipation performance of the arc plate permeable breakwater.When the submergence depth of the arc plate permeable breakwater is 0.03 m,compared with other opening methods,the square hole on the wave-facing side can significantly improve the wave dissipation performance of the arc plate permeable breakwater.

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张英狄,李雪艳,曲恒良,等.开孔弧板式透空堤消浪性能研究*[J].水运工程,2025(4):23-31.

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  • 在线发布日期: 2025-04-16
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